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Table 2 - Static Condition Slope Stability Analysis Results <br />Description <br />Calculated <br />Factor <br />Of Safety <br />Required <br />Minimum Factor <br />Of Safety <br />Case North - North Property Line <br />1.41 <br />1.30 <br />Case North - North Property Line <br />Full Reservoir <br />3.57 <br />1.30 <br />Case North - North Property Line to Structure <br />1.52 <br />1.30 <br />Case South - Property Line <br />1.71 <br />1.30 <br />Case South - Property Line <br />Full Reservoir <br />5.93 <br />1.30 <br />Case South - Property Line to Structure <br />1.95 <br />1.30 <br />Case East - Existing Balsam Avenue ROW <br />1.42 <br />1.30 <br />Case East - Existing Balsam Avenue ROW <br />Full Reservoir <br />3.60 <br />1.30 <br />Case East - Existing Balsam Avenue ROW to <br />Structure <br />1.54 <br />1.30 <br />Case West - West Property Line <br />1.50 <br />1.30 <br />Case West - West Property Line <br />Full Reservoir <br />4.17 <br />1.30 <br />Case West - West Property Line to Structure <br />1.67 <br />1.30 <br />Table 3 - Pseudo -Static Condition Slope Stability Analysis Results <br />Description <br />Calculated <br />Required <br />Factor <br />Minimum Factor <br />Of Safety <br />Of Safety <br />Case North EQ - North Property Line <br />1.06 <br />1.0 <br />Case North EQ - North Property Line <br />1.99 <br />1.0 <br />Full Reservoir <br />Case North EQ - North Property Line to <br />1.12 <br />1.0 <br />Structure <br />Case South EQ - South Property Line <br />1.23 <br />1.0 <br />Case South EQ - South Property Line <br />2.61 <br />1.0 <br />Full Reservoir <br />Case South EQ - South Property Line to <br />1.36 <br />1.0 <br />Structure <br />Case East EQ - Existing Balsam Avenue ROW <br />1.06 <br />1.0 <br />Case East EQ - Existing Balsam Ave ROW. <br />2.00 <br />1.0 <br />Full Reservoir <br />Case East EQ - East Property Line to Structure <br />1.13 <br />1.0 <br />Case West EQ - West Property Line <br />1.11 <br />1.0 <br />Case West EQ - West Property Line <br />2.19 <br />1.0 <br />Full Reservoir <br />Case West EQ - West Property Line to <br />1.21 <br />1.0 <br />Structure <br />Loloff Construction, Inc. - Loloff Pit <br />J&T Consulting, Inc. Slope StabilityAnPage /4 <br />